Landslides in Vermont George Springston Norwich University Dept. of Geology and Environmental Science Northfield, VT, October, 2010
Landslides in Vermont
George Springston Norwich University Dept. of Geology and Environmental Science
Northfield, VT, October, 2010
Outline
• Definitions
• Mad River
• Vermont Highway Rockfall Hazards
• Smugglers Notch
• Jeffersonville
• “The downslope movement of soil, rock and organic materials under the influence of gravity and also the landform that results from such a movement” (The Landslide Handbook, USGS Circular 1325, p. 4).
Figure from USGS Fact Sheet 2004-3072 http://pubs.usgs.gov/fs/2004/3072/fs-2004-3072.html
Landslide on Winooski River, Cate Farm, Plainfield, 2009
Lori Barg, Spring, 2002
This is prior to the large failure in 2003. Note signs of active slope failure: bare soil, slide blocks, tilted trees, etc).
Stratigraphy
• 0.7 - 1.2 m pebbly medium sand (fluvial).
• 12.2 m fine sand and silty fine sand with layers of massive silty clay (lacustrine).
• 9.1 m varved silt, silty clay and clay with 2-4 cm couplets (lacustrine).
Spring, 2003
Varved clay and silty clay. Two to four cm thick couplets. Winter and summer subequal in thickness.
Since drainage of glacial Lake Winooski, Mad River has cut down about 22 meters.
Dimensions
• 43 m (140 ft) wide • 76 m (248 ft) long (N-
S) • 22 m (70 ft) high • 15.5º slope overall • 4000 m3 (5300 yd3)
volume of displaced mass
Erosion of Toe
• >10 m (33 ft) eroded since 5/28/03
• >700 m3 (900 yards3) carried away by river
• Turbidity visible at least to Waterbury -26 km downstream
5/28/03
Sliding reported on 16th and 23rd
Stage (in feet) at USGS stream gage downstream at Moretown.
Apparently no landslide activity right after May 2 peak.
6/3/2003
Triggering the Slide
1. Erosion due to high flows.
2. High ground water levels/soil moisture.
3. Removal of support with falling stage.
Vt. Route 105, Jay G. Springston, Norwich U. Dept. Geology
Plane failure: slabs dipping toward road.
I-91 South-bound, Weathersfield
Steep potential wedge failure resulting from intersection of the joint sets.
Foliation-parallel joint set with steep dip toward road.
Joint set dipping steeply to right.
G. Springston, Norwich U. Dept. Geology
Fracture-bounded Column
U.S. Rt. 7, Exit 2, Bennington, G. Springston, Norwich U. Dept. Geology
Tension Crack Cc
Ow